Villages of CC 4-LR 920928Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN -PLACE DENSITY TESTS
CLIENT: Jim Sowell Construction Co., Inc.
PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell
MATERIAL DESCRIPTION: 1) On -Site Fill - Brown & Orange Sand
2) On -Site Fill - Light Grey & Tan Silty Sand
ASTM D 698 STANDARD PROCTOR: 1) 1 19.0 pcf @ 11.0% Moisture
2) 113.0 pcf @ 12.0% Moisture
LOCATION
PROCTOR
Backfill Over Sanitary Sewer Line C
85) approx. Station 1 +50
86) service @ Block B, Lot 38
87) approx. Station 3 +00
88) approx. Station 5 +00
89) service @ Block B, Lot 42
Backfill Over Sanitary Sewer Line D
90) approx. Station 3 +00
91) service @ Block B, Lot 56
92) service @ Block B, Lot 59
93) approx. Station 1 +00
1
1
1
1
1
DATE: 28 September 1992
JOB NO.: 92.1079
1 3'
MOISTURE
DRY
PERCENT
REQUIRED
LIFT
CONTENT
DENSITY
COMPACTION
COMPACTION
114.0
%
PCF
%
%
BELOW
SUBGRADE
Fin. Sub.
9.0
118.5
99.6
95+
2'
11.1
121.5
102.1
-2% to +4%
3'
9.4
120.5
101.3
Of Optimum
Fin. Sub.
11.3
119.3
100.3
Fin. Sub.
11.0
119.5
100.4
1 3'
11.4
1 14.9
96.6
2 3'
12.1
109.2
96.6
1 Fin. Sub.
10.2
114.0
95.8
1 Fin. Sub.
10.4
115.3
96.9
TECHNICIAN: CDJ
DISTRIBUTION: (1) Jim Sowell Construction Co., Inc.
(1) The Nelson Corporation
(1) Conatser Construction Co.
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5148